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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹1.5 L+₹6,465 (4.45%)Rejected-Finance PWD S CONTRACTOR KUNHALINKIL HOUSE MARKET ROAD NILESHWAR | 2 | Rejected-Finance L2 | |
| 3 | 3₹1.6 L+₹10,267 (7.07%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | 4₹1.6 L+₹13,910 (9.58%)Rejected-Finance THOTTIYIL CHITHARI RAVANESHWARAM | KERALA | 4 | Rejected-Finance L4 | |
| 5 | 5₹1.5 LSame as 1Rejected-Finance VIJAY BHAVAN PUNNAVILAKAM VETTU ROAD PALLIPPURAM KANIYAPURAM P O TRIVANDRUM 695301 | TRIVANDRUM | THIRUVANANTHAPURAM | KERALA | 695301 | 5 | Rejected-Finance L5 |
Tender Value
₹1.7 L
EMD Value
₹4,231
Closing Date
23 Nov 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
LID EW Sub division ,Kanhangad B.P bb
Providing Sheet roof in front of Vanitha Vipanana Kendram at Periya-
2024_LSGD_706392_1
AE/KBP/TN/04/2024-25
Open Tender
Civil Works - Buildings
Item Rate
periya
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,231
Yes
19 Feb 2025
16 Nov 2024
25 Nov 2024
16 Nov 2024
23 Nov 2024
16 Nov 2024
Amount
maintenance work
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
OD192251/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
11.20.1:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
SHAMEER A (BID ID -1986225)
AJAYAN PONNAN (BID ID -1986456)
SUKESH M (BID ID -1986761)
VIJAYAKUMAR M (BID ID -1982227)
sinoj kumar.k (BID ID -1986585)
Bidder Name
SHAMEER A
C H ABDUL RAHIMAN
SUKESH M
AJAYAN PONNAN
sinoj kumar.k
VIJAYAKUMAR M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1105858.pdf
boq_comp_chart.xlsx
xlsx
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